Discussion of “Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: An Experimental Study” by Farzin Salmasi, Nastaran Sabahi, and John Abraham
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Volume 147, Issue 11
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References
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Azimi, A. H., N. Rajaratnam, and D. Zhu. 2014. “Submerged flows over rectangular weirs of finite crest length.” J. Irrig. Drain. Eng. 140 (5): 06014001. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000728.
Azimi, A. H., N. Rajaratnam, and D. Zhu. 2016. “Water surface characteristics of submerged rectangular sharp-crested weirs.” J. Hydraul. Eng. 142 (5): 06016001. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001110.
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Govinda Rao, N. S., and D. Muralidhar. 1963. “Discharge characteristics of weirs of finite crest width.” Houille Blanche 49 (5): 537–545. https://doi.org/10.1051/lhb/1963036.
Hager, W. H., and M. Schwalt. 1994. “Broad-crested weir.” J. Irrig. Drain. Eng. 120 (1): 13–26. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:1(13).
Mohamed, H. I. 2010. “Flow over gabion weirs.” J. Irrig. Drain. Eng. 136 (8): 573–577. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000215.
Safarzadeh, A., and S. H. Mohajeri. 2018. “Hydrodynamics of rectangular broad-crested porous weirs.” J. Irrig. Drain. Eng. 144 (10): 04018028. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001338.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 147 • Issue 11 • November 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Mar 19, 2021
Accepted: Apr 7, 2021
Published online: Sep 7, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 7, 2022
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